PD.pdf

PURCHASE DESCRIPTION

C-17 FABRIC SHELTER

22 May 2018

1.0 DESCRIPTION: This effort is to procure a C-17 Tension Fabric Shelter (structure). This shall be a turn-key effort to include: design, fabrication, materials, delivery, and set-up of a stand-alone, pre-engineered modular structure. This shelter has stressed or tensioned fabric and will be complete with all accessories and adequately anchored to the apron to withstand local design load requirements. There will be no requirement for a fire suppression system, alarm system, emergency lighting system or any explosion proof products.

2.0 PROJECT SCOPE:

2.1 Project Scope.

2.1.1 Existing Conditions: Maintenance of C-17 aircraft on the N27 portion of the Depot Maintenance Ramp requires the use of Ground Support Equipment (GSE), also known as Aerospace Ground Equipment (AGE), to provide power and compressed air to support aircraft mechanics. Also, there are no utilities, such as communication lines and water, available there now.

2.1.2 Demolition: No demolition is expected for installation of Tension Fabric Structure

(TFS).

2.1.3 New Work: Install Tension Fabric Structure (TFS) to support maintenance activities for C-17 aircraft at N-27. Basic Wind Speed Uplift requirements shall meet Unified Facilities Criteria (UFC) 3-110-03 Roofing with Change 1 and as a minimum 115 mph wind speed.

Anchor attachments/points shall be into existing airfield concrete paving. Tension Fabric Structure (TFS) is a multi-sided structure with dimensions of 20 feet wide by 20 feet high (no frame, no fixture and no fabric) at nose end of structure (this side to allow tug traffic to exit through opening), two sides with dimensions with a 20 feet wide by 15 feet high opening (no fabric, no fixture and no frame within this opening) and one side with dimension of 216 feet (no fabric, no fixture and no frame) within this side of shelter as aircraft will enter and exit through this opening an overall height must be minimum of 10 feet above the closet part of the fuselage at the top of aircraft and shelter. The clearance from wingtip of the C-17 aircraft and any structure (no frame, no fixture and no fabric) is a minimum of 15 feet on each side of the aircraft.

The clearance from top of the C-17 aircraft and any structure (no frame, no fixture and no fabric) is a minimum of 10 feet. The opening of the fabric shelter is 216 feet or large enough to give required wingtip clearance minimum of 15 feet on each side of the aircraft and the vertical clearance minimum of 10 feet above to C-17 aircraft. The mounting of lights and fixtures should be at least a minimum 10 feet above aircraft and at least a minimum of 15 feet from side of aircraft. Final Shelter design will be signed and sealed by a registered engineer. Grounding is required IAW AFI32-1065 and must be 3rd party certified. The shelter must fit between the wing tip clearance line and the emergency fire lane. No part of the shelter is allowed to be any closer the 95 feet to the center tow line. The wings of the aircraft have to be covered by the shelter.

2.1.4 C-17 Stressed Fabric Membrane (SFM) Shelter Requirements Provide and install a Stressed Fabric Membrane (SFM) shelter that measures 216 feet wide X 167 feet long. The main SFM structure shall consist of welded truss arches with parallel tubes spaced apart separated by continuous structural webbing. The shelter truss spacing shall be not more than 20 feet on center. The height of the structure shall be not less than 45 feet at center (+/-12 inches) with a minimum vertical eave height of 15 feet (+/- 5 inches). A minimum vertical clearance height of 30 feet (+/-8 inches) shall be provided within 15 feet of the sides of the shelter.

The roof slope of the structure shall have a designed slope of no less than 20 degrees and no more than 28 degrees from the horizon.

• The required SFM shelter must closely match existing C-17 shelters as shown on the attached sketch or picture.

• The SFM structure shall be designed with rigid frames and pinned bases.

• The main structure shall consist of welded truss arches with parallel tubes separated by continuous structural webbing.

2.1.4.1 Re-locatability. SFM frame shall be designed to be mounted to a base plate system to allow the shelters to be re-locatable.

• Initially the shelter is to be erected on an existing concrete foundation or aircraft parking apron.

• Concrete anchors shall affix the plates to the concrete and the anchors shall be sufficient to meet the loading design requirements.

• The concrete apron intended for this installation is approximately 16 inches thick.

2.1.4.2 Shelter Framing. The SFM framing members shall be designed with primary and secondary structure for the following loads.

2.1.4.2.1 Dead Load: In addition to the structure self-weight the contractor shall design the structure for 5 pounds per square foot dead load applied on the horizontal projected area of the roof.

2.1.4.2 Live load: Contractor shall design the SFM structure for 12 pounds per square foot live load.

2.1.4.2.3 Wind Load: Contractor shall design the SFM structure for a minimum of 115 mph (mile per hour) wind loads, exposure C and an importance factor of 1.15 (for sheltering high value equipment).

2.1.4.2.4 Snow Load: SFM structure must be designed with a minimum 125% unbalanced snow loading ability.

2.1.4.2.5 The complete SFM structure shall be designed to shed snow before the design load is exceeded or alternatively provide structure capacity to meet or exceed required snow load requirements in accordance with US Uniform Building Code (UBC) and Southern Building Code Congress lnt'I (SBCCI).

2.1.5 Structural Member Details

2.1.5.1 Hot-Rolled steel strip conforming to requirements of ASTM A1011/A1011M-10 and as follows:

1.00" x 14 Gauge/5.00" x 8 Gauge Modified Grade 1010 All other sizes/gauges: Modified Grade 1015

2.1.5.2 Minimum mechanical properties of finished

tube as follows: 1.00" x 14 Gauge/5.00" x 8 Gauge 50,000 psi Yield Strength 55,000 psi Tensile Strength.

All other sizes/gauges: 55,000 psi Yield Strength 60,000 psi Tensile Strength.2

2.1.5.3 Steel Tubing. All steel tubing used in the structure shall have

Minimum dimensional, structural and mechanical properties meeting ASTM A500, Section 10 with: ultimate tensile strength: 65 KSI and Yield:

60 KSI.

2.1.5.4 Other Steel. All steel flat bar, cross rods and other steel components shall meet the following minimum structural and mechanical properties (ASTM A-44W) with: Tensile: 65 KSI and Yield: 44 KSI.

2.1.5.5 Aluminum. Aluminum alloys used in the structure shall be 6063-T5 or request deviation.

2.1.6 Coatings

• Structural framing members or components including bolts, anchors, cross rods, cables, and attachment couplers shall have a finished tubular product with required mechanical and corrosion resistant properties. Structural tubing shall be triple coated, in- line galvanized steel tubing, cold-formed and induction welded using Modified Grade Steel.

• All weld joints shall be coated with 97% zinc, cold galvanized for corrosion protection. All welded components shall be finished with a coating of hot molten zinc applied a minimum of 3 mills thick. All factory welded surfaces shall be prepared (sandblasted) prior to the application of the molten zinc.

All bolts shall be plated or galvanized and shall be a minimum Grade 5 - A-325 ASTM specification.

Exterior of Tubing

• In-line, hot-dip galvanized to a nominal coating zinc weight of 0.6 oz/ft2

• Clear organic polymer applied to the top surface coat to retard oxidation and to enhance surface appearance, providing a minimum corrosion resistance of 2000 hours - as perASTM B 117-90.

Interior of Tubing

• Full zinc based organic coating applied to 100% of the interior surface as a corrosion barrier.

• The interior tubing shall demonstrate the ability to withstand a minimum of 1000 hours of accelerated salt fog testing to the condition of 5% surface red rust, when tested in accordance with ASTM B 117-90.

2.1.7 Covering Properties The covering shall consist of polyvinyl chloride (PVC) fabric with a polyester scrim, UV stabilized, fungus resistant and shall have a plasticized PVC coating to enhance weathering and self cleaning ability.

2.1.7.1 The SFM structure fabric shall be polyester with a weight of 6.9 ounces (+/- 5oz.)

per square yard and shall have a coated weight of 29 ounces (+/- 2 oz.) per square yard.

2,1.7.2 The exterior color shall closely match: Sandstone, Std. Color Number

33711 of FED-STD-595 and the interior color shall closely match: White Std.

Color Number 37925 or a white to provide maximum interior light reflectance.

2.1.7.3 A thin vinyl acrylic top coating shall be applied on the outside surface to minimize plasticizer migration and to provide ease of cleanability.

2.1.7.4 Flame Resistance specifications include Char length 4.5 inches maximum after flame of 2 seconds maximum per FED-STD-191, Method 5903.

2.1.7.5 Fungal Resistance shall include less than 10% per FED-STD-101, Method 3020.

2.1.7.6 Petroleum and Oil Resistance. No visible signs of deterioration or leakage using ASTM No. 3 Lubricant Resistance Oil per FED-STD-191, Method 3015 of Fed. Test Std.1016.

2.1.7.7 The Fabric shall be designed to withstand deterioration, change in color and cracking after 150 hours accelerated weather exposure time per FED-STD- 151, Method 5804.

2.1.8 The membrane cladding structure shall be modular in design consisting of individual

PVC coated polyester membrane panels, which do not exceed 20 ft. in width.

2.1.8.1 Membrane welded seams shall maintain a minimum of 175 pounds per linear inch

(PU).

2.1.8.2 The PVC coated polyester membrane panels shall be continuous from the ground seal plate to the peak and manufactured in such a way that no eave shall exist.

2.1.8.3 The PVC coated polyester membrane shall be installed via a metal tensioning track and be tensioned both vertically and horizontally to prevent wear and abrasion of the membrane.

2.1.9 The track system, which holds the PVC coated polyester membrane to the main structure support trusses shall be removable to allow for quick interchangeability of the PVC coated polyester membrane if damage should occur. The structure shall be designed such that any bay section of the PVC coated polyester membrane may be removed.

• Horizontal Stretch - warp direction - (minimum pre-stress of 40 pounds per linear foot) shall be maintained mechanically with horizontal purlins and cabling that requires no ongoing maintenance.

• Vertical Stretch -fill direction - (minimum pre-stress of 40 pounds per linier foot) shall be maintained mechanically with a winch block fastening system that requires no ongoing maintenance.

• The PVC coated polyester membrane shall be assembled and tensioned, in a manner to eliminate wrinkles in hot and cold temperatures.

• The fabric shall end along the base level with a skirt that further seals the base.

2.1.10 Electrical Fixtures

2.1.10.1 Lighting package shall consist of a minimum of thirty (30) 400 Watt LED lights installed in the shelter or as many as needed to provide illumination level of 100 foot candles.

2.1.10.2 The lighting package includes relocation wiring, hangars, switches, breakers, a 100A waterproof (NEMA 4) panel box and grounding rods located closest to the utility pit for each location.

2.1.10.3 The panel box shall be rated for 120/240 Volt Single Phase 100Amp service. The panel box shall have additional space for 2 (20Amp 2 Phase) or 4 (20 Amp 1Phase) breakers for the purpose of providing a minimum of eleven duplex outlets for C-17 tooling requirements.

2.1.10.4 A 100A 125/250V 3 Pole 4 wire or "pigtail" shall be provided to connect power from the utility pit or generator to the 100 AMP panel box.

2.1.11 Installation Details

2.1.11.1 Selected contractor shall provide all equipment, personnel, and tooling to deliver, erect and install the shelter on a cleared location. The contractor shall provide certified operators to offload, erect and install the required structure. Certifications are required for crane operators. Contractors requiring access to USAF industrial areas will be required to meet flight line safety requirements. The contractor will be provided a lay-down area for the materials equal to one shelter site

2.1.11.2 The contractor shall have no more than two shelters in progress at any given time to minimize disruption to ongoing aircraft maintenance operations

2.1.11.3 Contractor shall provide and service a roll-off dumpster for solid waste and include all rentals and dump fees and shall provide a temporary bathroom facility to include all rentals and dump fees for contractor use. Such items shall be secured to the apron to prevent wind gust movement.

2.1.12 Accessibility.

2.1.12.1 The shelters will be enclosed on two sides and open on both ends to permit entry and egress of a C-17 from either end (See attached drawing and picture for details).

3.0 PROJECT REQUIREMENTS:

3.1 Project Requirements

3.1.1 The contractor shall provide the technical knowledge and skill necessary to perform services to meet standards set forth in this Purchase Description for base facilities, equipment and systems and at a minimum meet manufacturer’s requirement.

3.1.2 All stored equipment shall be stored and protected in accordance with manufacturer’s recommendations.

3.1.3 This project will require daily reports to be filled out and submitted to the project manager on a weekly basis. Daily reports at a minimum shall contain the following information:

Amount and type of work accomplished Materials delivered to the site Weather conditions and impact to work and schedule Labor workforces on site Construction equipment on site Safety inspection performed and violations noted Any outstanding issues, i.e. delays, RFIs, etc.

3.1.4 All items shall be installed in accordance with the manufacturer’s installation instructions unless the Base Facility Standards, specifications, drawings, contract clauses, schedule, attachments, manufacturer’s requirements, and other contract documents are more stringent. The most stringent requirement shall be met at no additional cost to the Government. If meeting the more stringent requirement will void the manufacturer’s warranty the contractor shall notify the Contracting Officer and the inspector prior to voiding the warranty.

3.1.5 Coordination shall be required between different disciplines.

3.2 Evacuation: Before fencing off the construction area, notify the Contracting Officer in writing 30 days before ready to start so that Contracting Officer’s Representative and Project Manager can notify appropriate personnel.

3.3 Physical Security:

3.3.1 The contractor shall be responsible for safeguarding all government personnel and property being modified or adjacent to the new work. The contractor shall identify any existing problems in writing prior to start work.

3.3.2 At the close of each work day, all government facilities, equipment, and materials shall be secured and back in operation unless agreed on prior to the work starting. The contractor shall be responsible for controlling access into an area that has been turn over to them for construction.

3.4 Contractor Operations: Comply with Occupational Safety and Health Administration (OSHA) Corps of Engineers Safety Manual (EM 385-1-1), the contract safety provisions, Air Force Occupational Safety and Health (AFOSH) Standards, and National Fire Protection Association (NFPA) standards.

3.4.1 Contractor Employees:

3.4.1.1 Compliance with OSHA and other applicable laws and regulations for the protection of contractor employees is the obligation of the contractor.

3.4.1.2 The contractor shall furnish to each of his/her employees a place of employment that is free from recognized hazards.

3.4.1.3 The contractor shall brief his/her employees on the safety requirements of this contract and on hazards associated with prescribed tasks.

3.4.1.4 This contract shall in no way require persons to work in surroundings or under working conditions that are unsafe or dangerous to their health.

3.4.1.5 The contractor must coordinate and perform work so as not to impact the safety of government employees or cause damage to government property.

3.4.1.6 This requires providing personnel with protective equipment and associated safety equipment as may be necessary.

3.4.1.7 The contractor must also protect government personnel from hazards generated by the work.

3.5 Contractor Badges: All employees to enter Robins AFB shall have government provided badges. Contact the Project Manager/Badge Agent for the current badge application form. Badge request shall be submitted a minimum of 10 days prior to the employee’s arrival.

3.6 Fire Reporting:

3.6.1 Brief all workers and subcontractors as to the location of telephone and fire alarm pull stations.

3.6.2 Report all fires as soon as discovered. The fire reporting number for on Base phones is

911. The fire reporting number for off Base phones is 478-222-2900. The caller should give his or her name and location of what is on fire. Also, give any other information that may be requested by the Fire Department dispatcher. Stay on the telephone until the dispatcher has obtained all necessary information.

3.6.3 Work shall be performed to, but not be limited to, the requirements set forth by the following:

(1) Robins AFB – Base Facility Standards (last edition)

(2) Occupational Safety and Health Administration (OSHA)

(3) All other applicable federal, state and local codes to ensure the system/s are installed in accordance with manufacturer’s specifications.

(4) Air Force Occupational Safety and Health (AFOSH)

(5) National Fire Protection Association

(6) UFC 3-600-01 – Fire Protection Engineering for Facilities

(7) UFC 3-110-03 – Roofing

3.6.3.1 The contractor shall perform all work to conform to the standards of the government listed in paragraph above and per manufacturer specifications/ requirements.

3.6.3.2 Equipment and materials provided by the contractor shall match/meet or exceed the specified equipment and material.

3.6.3.3 The contractor shall correct work not meeting these specifications at no additional expense to the government.

3.6.3.4 The contractor shall coordinate work between the different disciplines.

3.7 Permits & Utility Outages:

3.7.1 It shall be the contractor’s responsibility to attend permit and outage request meetings.

3.7.2 Before any “hot work” is performed on the job, an AF Form 592, USAF Welding, Cutting, or Brazing Permit, must be obtained and displayed at the work site for the duration of the permit.

3.7.3 Permits can be obtained by contacting the Civil Engineer Construction Inspector/Army Corp Project Engineer assigned to the job. The Fire Alarm Dispatch Center can be reached at 478-926-3487 or 478-926-3488.

3.7.4 Permits will be returned to the fire department, Bldg. 377 Fire Station Number 1, on the day they expire.

3.7.5 Adequate number and type of portable fire extinguishers, supplied by the contractor, will be as close to the work as possible. At least a 10 pound ABC type fire extinguisher shall be located at close proximity to the work being performed. In certain circumstances, one or two 20 pound ABC type fire extinguishers will be required for hazardous locations. The fire inspector issuing the welding/burning permit will determine the required level of protection at the time of permit issuance.

3.7.6 A digging permit will be required before any digging, driving of stakes or post starts.

a.

3.7.7 Digging Permits are obtained on Monday at 0800 hours of each week at building 1555 break area. If Monday falls on a holiday, the permits will be issued on Tuesday following that Monday.

3.7.8 Utility Outages will be signed off on during the weekly outage meeting held on Wednesdays at 1000 hours in building 1555. Request utility outages in writing to the Base Civil Engineer, with a copy to the Contracting Officer a minimum of 21 days before the proposed outage.

3.7.9 Outages shall be scheduled at the Government’s convenience and may be at times other than normal working hours. For example, the times may be on weekends or during the second and third shifts (including holidays, holiday weekends, and work curtailment days). These outages are at no additional cost to the Government. These scheduled hours are subject to change.

3.8 Superintendent: A full time Superintendent is required for this effort.

3.8.1 The Superintendent shall be a non-working superintendent. The superintendent shall be on site at all times when any contractor or subcontractor personnel are on site.

3.8.2 The contractor shall provide the Contracting Officer a letter designating a competent person as site superintendent. The letter shall state that the superintendent has full authority to act for the Contractor and will be the primary Point of Contact for the Government. The Government reserves the right to disapprove the proposed superintendent.

3.8.3 The Government Project Manager reserves the right to shut down all Contractor site activities if the superintendent is not on site at such times. Site work shall not resume until the superintendent has returned to the site. Several violations of this requirement are cause for termination for default.

3.9 Site, Maintenance, Clean-up and Restoration:

3.9.1 Maintain the work site in a neat, orderly and safe manner.

3.9.2 Remove scrap, waste and excess materials promptly. Provide signs, barricades and lights as required to protect base personnel.

3.9.3 Do not allow trash and debris to accumulate and become unsightly. Sweep up and collect in contractor-maintained disposal containers daily. Dispose of collected debris weekly as a minimum.

3.9.4 Restore the project site to its final condition as required by the contract as soon as possible.

3.10 Rejected Work: If work performed by the contractor or a subcontractor does not meet the plans, specifications, national standards, Base Standards, applicable codes, industry standards, or acceptable workmanship the contractor shall accomplish the rework at no additional cost to the government. Rework will be rescheduled for the next normal workday.

3.11 Equipment Damaged by Contractor: The contractor shall take before and after photographs of the work site. Prior to starting work the contractor shall photograph, annotate, and bring to the attention of the inspector any noticeable damage to equipment, ceilings, walls, doors and frames, furniture, floors etc. The location of the annotated damage and photographs needs to be well defined. If the damage is not documented then the contractor shall be responsible for the repairs. The contractor shall jointly verify the status of the fire alarm panel with the inspector prior to work starting. The contractor shall be responsible for the repair of any of the above damaged in the process of performing their work. The repairs shall utilize original manufacturer’s approved parts and comply with manufacturer’s specifications. When the contractor finishes the repair, the equipment shall function within acceptable manufacturer’s specifications. This shall be accomplished at no cost to the Government

3.12 Contract Qualifications: The contractor shall ensure that all employees performing work under this contract have all applicable licenses and certification to work on the items in question. At a minimum the contractor shall hold all applicable licenses required by the state for the type of work being accomplished. Supporting documentations shall be provided if requested. At any time, work performed by a non-qualified persons may be rejected as in noncompliance and may not be acceptable.

4.0 GENERAL INFORMATION:

4.1 Continued Occupancy.

4.1.1 Access: Ramp parking spots around N-27 shall remain in full operation during the entire duration of the project. The contractor will be given full access to the project area.

4.1.2 The work area is in a restricted area. The contractor shall receive special access badges or be escorted to work in the restricted. Up to 30 minutes of delays at the beginning and end of the work day may occur.

4.1.3 Beneficial Occupancy: The Government reserves the right to take beneficial occupancy of parts of the project area before the total project completion date. This is not final acceptance, and identified deficiencies must still be corrected.

4.2 Hours of Operation.

4.2.1 Standard Work Hours: The contractor shall perform the services required under this contract during the following hours: MONDAY – FRIDAY, 0730 –1600, except federal holidays and as noted herein. The contractor may be allowed to work, with prior approval of the contracting officer representative, extended hours to ensure timely completion of work at no additional cost to the government. Permission to work extended/alternate hours shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired.

The Government reserves the right to deny the contractor’s request.

4.2.2 Recognized Holidays: The contractor is not required to work on the following days without written approval: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day. If the holiday falls on a Saturday, it is observed on Friday. If the holiday falls on Sunday, it is observed on Monday. Permission to work on holidays shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired.

The Government reserves the right to deny the contractor’s request.

4.3 Period of Performance. Contractor shall begin work within 30 days of contract award and be completed with project within 90 days of contract award.

4.4 Deliverables

4.4.1 The contractor is to provide manufacturer's standard 5 year warranty on the shelter.

4.4.2 The contractor will provide three (3) each hardcopy maintenance inspection manuals and one electronic copy covering the following topics:

Directions on what to inspect how often to inspect fastener and hardware identification for replacement if required structural bolt torque value chart for the fasteners bracing cable maintenance base plate anchors steel fabricated framing components fabric cleaning.

(A005, DI-TMSS-80527C, Commercial Maintenance Inspection Manuals)

4.4.3 Contractor will provide a maintenance kit within 90 days of contract award and familiarization training (1 day or less) on the application of fabric patching materials within 90 days of contract award.

4.4.4 Contractor is to provide preliminary and final as-built shelter design drawings signed and sealed by a registered engineer. The contractor will provide preliminary design drawings for government approval within 30 days of contract award and final as-built shelter drawings within 90 days of contract award. (A003, DI-SESS-81002F, Developmental Design Drawings, Models and Associated Lists)

4.4.5 Contractor is to provide a “Letter of Grounding” certified by a third party. (A004, DI- MGMT-80368A/T, Letter of Grounding)

4.4.6 Contractor will provide 3 hardcopy and an electronic version of the O&M manual within 90 days of contract award. (A006, DI-TMSS-80527C, Commercial Operations &Maintenance (O&M) Manual)

4.4.7 Contractor is to provide a certification from the manufacturer of the steel frame certified by American Institute of Steel Construction (AISC). (A007, DI-MGMT-80368A/T, AISC Certification)

4.5 Place of Performance. Work is to be accomplished at Robins AFB, Georgia in AMXG space N-27.

4.6 Affirmative Procurement Programs (APP).

4.6.1 In accordance with FAR 23.404(b)(1), 100% of purchases of Environmental Protection Agency (EPA)-designated products included in the Comprehensive Procurement Guidelines (CPG) list [https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program] and/or United States Department of Agriculture (USDA)-designated products included in the biobased product listings [http://www.biopreferred.gov] shall, at a minimum, meet the EPA or USDA standards for recovered materials or biobased content, respectively, unless an item cannot be acquired competitively within a realistic timeframe, meet appropriate performance standards, and/or be acquired at a reasonable price.

4.6.2 In accordance with FAR 23.404(a)(iii), the Contractor shall provide estimates and verification of recovered material for EPA-designated CPG products and certification for both EPA-designated CPG products and USDA-designated biobased products. In accordance with the Robins Air Force Base, Georgia / Green Procurement Program (GPP) Plan, the Contractor shall provide estimates and certifications to the Government for completion of the applicable attachment(s) to be included in the Purchase Request (PR) package.

4.7 Government Property. No Government Property will be provided under this acquisition.

4.8 Access to Government Facilities. The Government Representative will ensure that Government personnel, escort contractor personnel at all times while the contractor is on Robins Air Force Base. The Air Force has mandated visitors, to include all non-DOD cardholders, to consent to a check of their criminal history prior to being allowed access to installations. The check is similar to a driver’s license check and is conducted at the Visitor Control Center located by the Main Gate to the base.

4.8.1 Contractor personnel will need their driver’s license or state-issued ID, and a social security card, which will be checked by name, dates of birth and social security number.

Contractor personnel who wish to drive on base must present a valid driver’s license and vehicle registration

4.9 Security Requirements. The contractor shall be capable of meeting all security requirements for the tasks to which they are assigned. This acquisition is not considered to be a classified contract. The contractor shall not divulge any information regarding files, data processing activities/functions, user identifications, passwords, or other knowledge that may be gained, to anyone who is not authorized to have access to and does not have a need to know such information. Contractor personnel shall abide by all Government rules, procedures, and standards of conduct.

4.10 Access to Government Information Systems. The contractor will not require or be provided access to the base network or any Government Automated Information System.

4.11 Security Incident or Violation. The contractor shall immediately notify the Government Security Office of any potential or actual security incidents or violations including potential or actual unauthorized disclosure or compromise of classified and/or sensitive, but unclassified, information.

4.12 Contractor Identification. Contractor personnel shall wear visible identification designating them as Contractors at all times while on Robins AFB.

4.13 Contractor Furnished Items. The contractor shall provide all required personal protective equipment (hearing protection, gloves, steel-toed shoes, safety glasses, etc.) for their personnel.

The Government is not responsible for ensuring contractor compliance with "personal" safety requirements that do not present the potential to damage Government resources, and is not responsible for medical examinations, hearing testing, and substance abuse testing for contractor employees.

4.14 Safety

4.14.1 Contractor Safety Program. (See Appendix C, Part II, Para 7) The contractor shall establish and maintain an acceptable safety program in accordance with their accepted Safety and Health Plan. The Air Force is part of the OSHA Voluntary Protection Program (VPP). All shall familiarize themselves with the requirements of VPP. Information on the VPP can be accessed at http://www.osha.gov/dcsp/vpp/index.html. Additionally, the Contractor is responsible for the safety and health of all subcontractor employees. No more than two Class C mishaps per contract year and Zero Class A or B mishaps will be tolerated. All changes to the plan must also be submitted in writing and approved by the Government. (CDRL A001, DI- MGMT-81580, Contractor's Standard Operating Procedures (Contractor’s Safety Plan))

4.14.2 Mishap Notification. (See Appendix C, Part II, Para 5) The contractor shall notify the Robins AFB Safety Office telephonically at (478)-926-1708 during duty hours and (478)-926-

3567 after hours, within four (4) hour after initial notification of all mishaps or incidents for damage to DoD property (material plus labor) entrusted by this contract and employee injuries as a result of the contract operation. A follow-up (written or e-mail) of this mishap/incident notification shall be sent within three calendar days to the Government Representative, the Procurement Contracting Officer (PCO) or the Administrative Contracting Officer (ACO) (with a copy to program manager), who will forward it to the Safety Office. The information that is not available at the time of the initial notification shall be provided within 20 calendar days after the mishap. Mishap notification shall contain, as a minimum, the following information:

a. Contract, Contract Number, Name and Title of Person(s) Reporting

b. Date, Time and exact location of accident/incident

c. Brief Narrative of accident/incident (Events leading to accident/incident)

d. Cause of accident/incident, if known

e. Estimated cost of accident/incident (material and labor to repair/replace)

f. Impound Authority Name and Phone Number (as applicable)

g. Nomenclature of equipment and personnel involved in accident/incident

h. Corrective actions (taken or proposed)

i. Other pertinent information

(CDRL A002, DI-SAFT-81563 NOT 1, Accident/Incident Report)

4.15 Environmental Management Systems (EMS) Awareness Training. All contractor personnel working on Robins AFB who perform activities on the installation are required to complete Air Force-provided initial EMS Awareness Training. It is the responsibility of the Prime Contractor to ensure that all sub-contractors, vendors, and employees complete this training prior to beginning work on Robins AFB. Notification of training completion shall be sent to both the Robins AFB Contracting Officer (CO) to be maintained in the contract file and Environmental Management, 78 CEG/CEIE, (78ceg.cev.FrontOfc@us.af.mil) for tracking purposes. Failure to provide documentation of EMS Training may result in termination of the contract.

4.15.1 EMS training is provided by Environmental Management at (478) 327-8104 or (478) 926- 9645. Contractors have two options to satisfy the mandatory EMS Awareness Training requirement. Contractors that do not have a Common Access Card must exercise Option 2

4.15.2 Option 1 (Preferred Option): The Air Force version of EMS Awareness Training is available through the Advanced Distributed Learning Service (ADLS) website:

https://golearn.adls.af.mil/kc/rso/login/ADLS_login.asp. EMS Awareness Training is located under the miscellaneous tab. This option is only available to contractors who have a CAC and takes approximately 10 minutes to complete.

4.15.3 Option 2: Contractor requests a copy of the Robins EMS Awareness Training Power Point Presentation from Environmental Management. The request should be sent to the Environment Management Workflow Box at the following email address, 78ceg.cev.FrontOfc@us.af.mil.

Once the presentation is received, the contractor is responsible for ensuring that all his/her employees view the training.

4.16 Government Representative. The Contractor shall coordinate all work activities with the following Government Representative considered to be the Government Project Manager and inspector:

Name: Eric Hughey Organization: 402 AMXG/MXDEB Building 125 92 Phantom Street Robins AFB GA 31098 Work Phone: 478-222-0097 Email: eric.hughey@us.af.mil

5.0 APPENDICES:

(1) C-17 Dimensions

(2) Drawings C-17 Hangar Frame at N-27 Parking Space

(3) Layout of N-27

6.0 REFERENCES:

The publications listed below are standard references used to specify quality products to meet the desired standards of this requirement and they form a part of this PD to the extent referenced:

• US Uniform Building Code (UBC)

• Southern Building Code Congress lnt'I (SBCCI)

• International Building Code 2006 (IBC 2006)

• US National Fire Protection Association 701 (NFPA 701: Standard Methods of Fire

Tests for Flame Propagation of Textiles and Films)

• ASTM A-44W

• ASTM A500, Section 10 *

• ASTMA1011/A1011M-10

* ASTMB117-90

FED-STD-151

FED-STD-595

FED-STD-191